Michael D. Engelhardt
Affiliations: | Civil, Architectural and Environmental Engineering | University of Texas at Austin, Austin, Texas, U.S.A. |
Area:
Civil EngineeringWebsite:
https://experts.utexas.edu/michael_engelhardtGoogle:
"Michael David Engelhardt" OR "Michael D Engelhardt"Bio:
https://www.researchgate.net/profile/Michael-Engelhardt-3
https://scholar.google.com/citations?user=pNo-FrIAAAAJ&hl=en
https://books.google.com/books?id=HpRHAQAAMAAJ
Parents
Sign in to add mentorEgor P. Popov | grad student | 1989 | UC Berkeley | |
(Behavior of Long Links in Eccentrically Braced Frames) |
Children
Sign in to add traineeScott A. Civjan | grad student | UT Austin | |
Riyad S. Aboutaha | grad student | 1994 | UT Austin |
Yajai Promboon | grad student | 2000 | UT Austin |
Paul H. Ziehl | grad student | 2000 | UT Austin |
Fernando V. Ulloa Barbaran | grad student | 2002 | UT Austin |
Charles M. Bowen | grad student | 2003 | UT Austin |
Taichiro Okazaki | grad student | 2004 | UT Austin |
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Publications
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Morovat MA, Engelhardt MD. (2020) Critical Review of Test Methods for Mechanical Characterization of Steel for Structural-Fire Engineering Applications Journal of Structural Engineering-Asce. 146: 4020228 |
Reichenbach MC, Liu Y, Helwig TA, et al. (2020) Lateral-Torsional Buckling of Singly Symmetric I-Girders with Stepped Flanges Journal of Structural Engineering-Asce. 146: 4020203 |
Han L, Belivanis KV, Helwig TA, et al. (2019) Field and computational investigation of elastomeric bearings in high-demand steel girder application Journal of Constructional Steel Research. 162: 105758 |
Azad ARG, Kreitman K, Engelhardt M, et al. (2019) Large-scale fatigue testing of post-installed shear connectors in partially-composite bridge girders Journal of Constructional Steel Research. 161: 57-69 |
Zhu Y, Engelhardt MD, Pan Z. (2019) Simulation of ductile fracture initiation insteels using a stress triaxiality–shear stress coupled model Acta Mechanica Sinica. 35: 1-15 |
Huang L, Li GQ, Wang XX, et al. (2018) High Temperature Mechanical Properties of High Strength Structural Steels Q550, Q690 and Q890. Fire Technology. 54 |
Hadjioannou M, Donahue S, Williamson EB, et al. (2018) Large-Scale Experimental Tests of Composite Steel Floor Systems Subjected to Column Loss Scenarios Journal of Structural Engineering-Asce. 144: 4017184 |
Zhu Y, Engelhardt MD. (2018) A nonlocal triaxiality and shear dependent continuum damage model for finite strain elastoplasticity European Journal of Mechanics a-Solids. 71: 16-33 |
Zhu Y, Engelhardt MD, Kiran R. (2018) Combined effects of triaxiality, Lode parameter and shear stress on void growth and coalescence Engineering Fracture Mechanics. 199: 410-437 |
Zhu Y, Engelhardt MD. (2018) Prediction of ductile fracture for metal alloys using a shear modified void growth model Engineering Fracture Mechanics. 190: 491-513 |